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Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
11 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
GENERAL
24 conditions · 5 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) (v) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip].
Definition of similar work: Any Civil Engineering work involving Building work /Concrete work. Tenderer should have valid electrical contractor's license in his/their name or he should give an undertaking that he will engage capable agencies for electrical work who has the valid electrical contractor's license in his/their name.
78 conditions · 29 needing a document upload
Uploading of Proforma -18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
Proforma-16 for self-certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement order value less than of Rs. 10 Crores. OR Proforma-17 for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. Provisions of Make in India Policy 2017 (revised during 2024 vide Department for Promotion of Industry and Trade, Ministry of Commerce and Industry's letter No. P-45021/2/2017-PP (BE-II)-Part(4)Vol.II dated 19.07.2024) issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
(i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) documents shall be submitted according to clause 14 of IRGCC 2022:
This tender complies with PUBLIC PROCUREMENT POLICY ORDER-2017 dated 15.06.2017. Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions. Provisions of Make in India Policy 2017 issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
The General Conditions of Contract governing the performance of the works covered by this tender are the Indian Railway Standard General Conditions of Contract [IRSGCC] as amended from time to time up to date. A soft copy of the Indian Railway Standard General conditions of Contract is uploaded in the attached documents to the tender for reference. Hard copy of IRSGCC (with up-to-date correction slip) may be perused in the office of the Principal Chief Engineer Officer/ South Western Railway / Hubballi - 580020. The tenderer/s is/are deemed to have kept himself/themselves fully Informed of the provisions of the IRS General conditions of Contract including all corrections and Amendments issued up to date while submission of offer and any claim that he/they is/are not aware of any amendment or correction slip to the IRSGCC shall not be entertained.
STUDY OF DRAWINGS AND LOCAL CONDITIONS: The drawings for the works can be seen in the office of the General Manager/Divisional Railway Manager. It should be noted that these drawings are meant for general guidance only and Railway may suitably modify them during the execution of work according to the circumstances without making the Railways liable for any claims on account of such changes. If there is any variation between the description in the tender and the detailed plans, the Engineer-in-Charge will operate the correct description and his decision is final and binding on the tenderer/ Contractor. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with the site conditions, availability of approaches for transporting of men and materials, space and other factors relating to the works, availability of labour, electricity and water, etc., before quoting his rates. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of works described in the schedule. The Tender submitted will be deemed to have been made after such inspection.
DRAWINGS FOR WORKS: The percentage rates for the schedule items and itemized rates for the non-scheduled items quoted by the tenderer as may be accepted by the railways will, hold good irrespective of any changes, modifications, alterations, additions, omissions in the locations of structures and detailed drawings, specifications and/or the manner of executing the work. It should be specifically noted that some of the detailed drawings may not have been finalized by the Railway and will, therefore, be supplied to the contractor as and when they are finalized on demand. No compensation whatsoever on this account shall be payable by the Railway Administration. No claim whatsoever will be entertained by the Railway on account of any delay or hold up of the works arising out of delay in approval of drawings, changes, modifications, alterations, additions, omission and the site layout plans or detailed drawings and design and/or late supply of such material as are required to be arranged by the Railway or due to any other factor on Railway Accounts.
Manual tenders, supporting documents etc., sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
All requisite documents are to be properly submitted online only and the bidders should ensure that the content of the documents uploaded is distinctly legible /readable.
CORRIGENDUM NOTICE ON IREPS: Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
If the Bid of a Tenderer is seriously unbalanced in relation to the Engineer's estimate of the cost of work to be performed under the contract, the Railways may require the tenderer to produce detailed price analysis for any or all items of the Tender Schedule, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed.
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh. For tenders valuing more than Rs. 50.00 lakh: The offer of Tenderer(s) who do not enclose Experience Certificate & Turnover Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted /received after the tender opening shall not be given any credit and shall not be considered.
Attestation of documents may be self attested or attested by a Gazetted Officer.
Railwayreservestherighttoverifythe authenticityofthe documents/information furnished.
IRSGCC para 6.0 of part-I (a)(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates. (a)(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/ UTGST /SGST Act to railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority. (a)(iv) In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority. (b) When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf. (c) The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
Increase/decrease of TAXES: if rates of existing GST or cess on GST for Works Contract is increased or any new tax /cess on Works Contract is imposed by Statute after the date of opening of tender but within the original date of completion/date of completion extended under clause 17 & 17A and the Contractor thereupon properly pays such taxes/cess, the Contractor shall be reimbursed the amount so paid. Further, if rates of existing GST or cess on GST for Works Contract is decreased or any tax/cess on Works Contract is decreased / removed by Statute after the date of opening of tender, the reduction in tax amount shall be recovered from Contractor's bills/Security Deposit or any other dues of Contractor with the Government of India.
Fixed Deposit Receipts (FDRs) submitted after award of tender towards Security Deposit/Performance Guarantee should be with automatic renewal facility only.
CONSORTIUM AGREEMENTS AND MOUS SHALL NOT BE CONSIDERED FOR PARTICIPATING IN THIS TENDER.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
Shramik kalyan While processing payment of any 'On Account Bill' or 'Final Bill' or release of 'Advances' or 'Performance Guarantee / Security deposit', contractor shall submit a certificate to the Engineer or Engineer's representatives that "I have uploaded the correct details of contract labours engaged in connection with this contract and payments made to them during the wage period in Railway's Shramik kalyan portal at 'www.shramikkalyan.indianrailways.gov.in' till ____Month, ____Year.
Date of inviting tender shall be the date of publishing tender notice on IREPS website if tender is published on website or the date of publication in newspaper in case tender is not published on website.
Sr.DEN/East/SBC Section: SW-I: Proposed construction of Type-II quarters (4 units) at Mulanur (MAR) station including electrical portion. SW-II: Proposed construction of Crew Lobby at Satellite Goods Terminal (SGT) including electrical portions. SW- III: ADEN/Bangarpet Sub division: Improvements of Divyangjan facilities at TCL, KSM, BSM, GDP, MAR, PU, COL, OGM, CHU, KQZ, SVS, CMY Stations including electrical portions. Maintenance period is 3 years. Composite Tender.
08SBC26OF16-04-26ITEM-03
08SBC26OF16-04-26ITEM-03
Open
Works - General
18 Months
Dharwad, Karnataka
₹0
₹9.3 L
11 May 2026
17 Apr 2026
27 Apr 2026
521 items across 12 schedules · ₹71,15,045.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 500 | 494.1 | 2,47,050 |
| 2 | All kinds of soil | cum | 1500 | 177.5 | 2,66,250 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1000 | 196 | 1,96,000 |
| 4 | All kinds of soil | cum | 375 | 126.8 | 47,550 |
| 5 | Foundations, footings, bases for columns | Sqm | 60 | 392.15 | 23,529 |
| 6 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1540 | 18.15 | 27,951 |
| 7 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 240 | 8,835.15 | 21,20,436 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 180 | 9,568.25 | 17,22,285 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 680 | 392.15 | 2,66,662 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 720 | 927.25 | 6,67,620 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1300 | 736.4 | 9,57,320 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 450 | 961.3 | 4,32,585 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 20 | 764.95 | 15,299 |
| 14 | Under 20 cm wide | Metre | 150 | 208.55 | 31,282.5 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 95 | 951.1 | 90,354.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25000 | 107.85 | 26,96,250 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24000 | 107.85 | 25,88,400 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250 | 9,504.75 | 23,76,187.5 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 240 | 9,860.4 | 23,66,496 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 180 | 7,311.25 | 13,16,025 |
| 21 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 22 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 23 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 20 | 1,800.45 | 36,009 |
| 24 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 40 | 176.4 | 7,056 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 26 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 25 | 462.35 | 11,558.75 |
| 27 | 50x12 mm | Metre | 50 | 221.1 | 11,055 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 238.35 | 3,57,525 |
| 29 | 300x16 mm | Each | 5 | 216.55 | 1,082.75 |
| 30 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 31 | 125 mm | Each | 10 | 256.65 | 2,566.5 |
| 32 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 5 | 121.65 | 608.25 |
| 33 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 5 | 998.35 | 4,991.75 |
| 34 | Size 75 mm | Each | 20 | 409.35 | 8,187 |
| 35 | Double strip (horizontal type) | Each | 20 | 39.7 | 794 |
| 36 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 40 | 10,993.55 | 4,39,742 |
| 37 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 2 | 8,247.25 | 16,494.5 |
| 38 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 30 | 2,829.25 | 84,877.5 |
| 39 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2000 | 133.7 | 2,67,400 |
| 40 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 40 | 226 | 9,040 |
| 41 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 300 | 772.4 | 2,31,720 |
| 42 | Dark shade pigment using ordinary cement | Sqm | 100 | 1,119.5 | 1,11,950 |
| 43 | Size of Tile 600 x 600 mm | Sqm | 75 | 1,502.75 | 1,12,706.25 |
| 44 | Size of Tile 600 x 1200 mm | Sqm | 700 | 1,798.8 | 12,59,160 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 25 | 1,464.85 | 36,621.25 |
| 46 | In 75x75 mm deep chase | Metre | 110 | 305.15 | 33,566.5 |
| 47 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 48 | 110 mm diameter | Metre | 125 | 377.4 | 47,175 |
| 49 | 75 mm | Each | 20 | 91.7 | 1,834 |
| 50 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 51 | 75 mm bend | Each | 15 | 105.9 | 1,588.5 |
| 52 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 53 | 110 mm | Each | 40 | 371.3 | 14,852 |
| 54 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 50 | 738.65 | 36,932.5 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 1650 | 333.35 | 5,50,027.5 |
| 56 | 1:3 (1 cement : 3 fine sand) | Sqm | 720 | 300.45 | 2,16,324 |
| 57 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 600 | 160.6 | 96,360 |
| 58 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 59 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 30 | 70.35 | 2,110.5 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| 62 | In cement mortar | cum | 5 | 2,458.95 | 12,294.75 |
| 63 | Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern | Each | 1 | 18,579.95 | 18,579.95 |
| 64 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 5 | 2,226.35 | 11,131.75 |
| 65 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 66 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,873.8 | 3,873.8 |
| 67 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 6 | 349.15 | 2,094.9 |
| 68 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 5 | 1,648.95 | 8,244.75 |
| 69 | 40 mm dia | Each | 1 | 119.55 | 119.55 |
| 70 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 71 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 11 | 375.65 | 4,132.15 |
| 72 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 6 | 673.4 | 4,040.4 |
| 73 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 5 | 107.2 | 536 |
| 74 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 5 | 175.4 | 877 |
| 75 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 76 | 50 mm nominal dia Pipes | Metre | 10 | 934.15 | 9,341.5 |
| 77 | 20 mm nominal dia Pipes | Metre | 15 | 537.6 | 8,064 |
| 78 | 50 mm nominal dia Pipes | Metre | 100 | 794.25 | 79,425 |
| 79 | 25 mm nominal bore | Each | 3 | 622.4 | 1,867.2 |
| 80 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 81 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 82 | 15 mm nominal bore | Each | 14 | 97.75 | 1,368.5 |
| 83 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 84 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 85 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 86 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 15 | 74.8 | 1,122 |
| 87 | 100 mm nominal dia | Each | 8 | 37.6 | 300.8 |
| 88 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 6 | 111.45 | 668.7 |
| 89 | 300 mm dia. R.C.C. pipe | Metre | 30 | 994.3 | 29,829 |
| 90 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 91 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 92 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 25 | 1,115.4 | 27,885 |
| 93 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,505.25 | 30,105 |
| 94 | Upto 5 mm depth and 5 mm width | Metre | 75 | 148.1 | 11,107.5 |
| 95 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 50 | 617.05 | 30,852.5 |
| 96 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 700 | 563.1 | 3,94,170 |
| 97 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,387.25 | 36,936.25 |
| 98 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,844.65 | 19,68,930 |
| 99 | 30 mm thick | Sqm | 15 | 4,764.2 | 71,463 |
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